CONSTRUCT ADDITION TO BUILDING 90020 FTEV 15-1069 · approved chief engineer approved civil...
Transcript of CONSTRUCT ADDITION TO BUILDING 90020 FTEV 15-1069 · approved chief engineer approved civil...
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BUI
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G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
R. Maniscalco
M. Fawzy
31 July 2015
1 of 17
PROJECTLOCATION
PROJECTLOCATION
CONSTRUCT ADDITION TOBUILDING 90020
FTEV 15-1069
VICINITY MAP
SCALE: 1" = 1000'
REGIONAL MAPSCALE: N.T.S.
AREA MAPSCALE: 1" = 200'
INDEX OF DRAWINGS
SHEETNO. SHEET NAME
SUBMITTALDATE
GENERALG1 COVER SHEET 31 July 2015G2 PROJECT INFORMATION 31 July 2015
SURVEY/MAPPINGV1 EXISTING SITE, SURVEY 31 July 2015
CIVILC1 EXISTING SITE, DEMOLITION & EROSION CONTROL PLAN 31 July 2015C2 SITE LAYOUT & DIMENSION PLAN 31 July 2015
STRUCTURALS1 FOUNDATION & ROOF FRAMING PLANS 31 July 2015S2 TYPICAL WALL SECTIONS 31 July 2015
ARCHITECTURALA1 ARCHITECTURAL SITE & OVERALL FACILITY 31 July 2015A2 DEMOLITION PLANS & NEW WORK PLAN 31 July 2015A3 NEW ROOF PLAN & RCP 31 July 2015A4 ELEVATIONS 31 July 2015A5 SECTIONS 31 July 2015
MECHANICALM1 MECHANICAL PLANS 31 July 2015M2 FIRE PROTECTION PLAN 31 July 2015
ELECTRICALE1 ELECTRICAL LIGHTING PLAN 31 July 2015E2 ELECTRICAL POWER PLAN 31 July 2015E3 ELECTRICAL POWER PLAN 31 July 2015
BASE CIVILENGINEERS
MLK JRBLVD
CONTRACTORSENTRANCE
HAUL ROUTE
90020
90010
9000590031
90057
90015
90061
PROPOSED CONTRACTORLAY-DOWN AREA
S Y M B O L S L E G E N DEXTERIOR ELEVATION
INTERIOR ELEVATION
SECTION
ENLARGED CALLOUT
KEYNOTE; SEE GENERAL NOTE 8
ROOM IDENTIFICATION; SEE ROOMFINISH SCHEDULE
DOOR IDENTIFICATION; SEE DOORSCHEDULE
WINDOW OR LOUVER IDENTIFICATION;SEE WINDOW SCHEDULE
PARTITION TYPE; SEE WALL TYPESCHEDULE
ELEVATION
NORTH ARROW
REVISION SYMBOL AND BUBBLE
TITLE KEY
Name101
1t
4A
___A101
1SIM
1A101
SIM___
1 View Name1/8" = 1'-0"A102 A101
NameElevation
1
0'4'8' 8' 16'
A101
1
A101
1
DETAIL NUMBER
GRAPHIC SCALE BARSHEET DRAWN ONSHEET OF FIRST REFERENCE
DETAIL NUMBER
SHEET DRAWN ON
DETAIL NUMBER
SHEET DRAWN ON
DETAIL NUMBER
SHEET DRAWN ON
DETAIL NUMBER
SHEET DRAWN ON
1
A3
AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEACOUS ACOUSTICALADJ ADJUSTABLEAL ALUMINUMAB ANCHOR BOLTAPPROX APPROXIMATELYBD BOARDBLDG BUILDINGBLK BLOCKBM BEAMBOD BOTTOM OF DECKCB CATCH BASINCDS CONCEALED DOWNSPOUTCG CORNER GUARDCJ CONTROL JOINTCMU CONCRETE MASONRY UNITCEM CEMENTCLG CEILINGCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSDBL DOUBLEDTL DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDS DOWNSPOUTDWGS DRAWINGSEA EACHEF EXHAUST FANEL ELEVATIONELECT ELECTRICALEQ EQUALEQUIP EQUIPMENTGFGI GOVERNMENT FURNISHED,
GOVERNMENT INSTALLEDCFCI CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
A B B R E V I A T I O N SEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFND FOUNDATIONFFE FINISH FLOOR ELEVATIONFIN FINISHFLR FLOORFLUOR FLUORESCENTFT FOOTFTG FOOTINGFP FILLER PANELFV FIELD VERIFYGA GAUGEGALV GALVANIZEDGEN GENERALGYP GYPSUMGYP BD GYPSUM BOARDHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTINSUL INSULATIONINT INTERIORJT JOINTLAM LAMINATELAV LAVATORYLT WT LIGHT WEIGHTMO MASONRY OPENINGMANUF MANUFACTURERMAX MAXIMUMMECH MECHANICALMTL METALMIN MINIMUMOC ON CENTEROH OPPOSITE HANDOFCI OWNER FURNISHED,
CONTRACTOR INSTALLEDOFOI OWNER FURNISHED,
OWNER INSTALLED
OPNG OPENINGOVH OVERHANGPT PLATEPLYWD PLYWOODR RADIUSRO ROUGH OPENINGREINF REINFORCEDREQD REQUIREDRET RETAININGRM ROOMSC SCUPPERSCHED SCHEDULESECT SECTIONSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESQ FT SQUARE FOOTST STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDT&G TONGUE AND GROOVETO TOP OFTOD TOP OF DECKTOG TOP OF GRADETOS TOP OF SLABTOW TOP OF WALLTEL TELEPHONETYP TYPICALVIF VERIFY IN FIELDVTR VENT THROUGH ROOFWWF WELDED WIRE FABRICWD WOODXPT EPOXY PAINT
1. DO NOT SCALE DRAWINGS; REFERENCE DIMENSIONS ONDRAWINGS AND FIELD VERIFY ALL MEASUREMENTS.
2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OFSTUD, COLUMN CENTERLINE, OR FACE OF EXISTING FINISH.
3. UNLESS NOTED OTHERWISE, ALL NEW WORK WHICH EXTENDSOR INFILLS EXISTING WORK SHALL ALIGN WITH AND MATCHEXISTING CONDITIONS.
4. UNLESS NOTED OTHERWISE, PROVIDE CONTINUOUS 2x6BLOCKING OR 18ga GALVANIZED METAL STRAPPING FOR ALLHANDRAILS, GRAB BARS, OTHER ACCESSORIES, FIXTURES,BRACKETS, OFCI ITEMS AND MISCELLANEOUS SPECIALTIES.
5. ALL WALL MOUNTED CABINETS, WALL MOUNTED TV's, ANDMONITORS SHALL HAVE WOOD BLOCKING BETWEEN STUDSFOR INSTALLATION.
6. DUE TO MANUFACTURER'S VARIATION WITH SIZE OFEQUIPMENT, CASEWORK, PLUMBING FIXTURES, ETC., ALLDIMENSIONS REFERRING TO THE SPACE WHERE SUCH ITEMSARE BUILT-IN SHALL BE VERIFIED WITH THE ITEM SUPPLIED.
7. ALL DISCREPANCIES OR CONFLICTING INFORMATION BETWEENEXISTING CONDITIONS, CONSTRUCTION DRAWINGS, ANDSPECIFICATIONS ARE TO BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT FOR RESOLUTION BEFORE COMMITTING TOWORK OUTLINED.
8. KEYNOTE NUMBERING SEQUENCE FOUND ON ONE SHEET ISINDEPENDANT FROM OTHER SHEETS IN THE SET.
G E N E R A L N O T E S
ARCHITECTCALDWELL ASSOCIATES ARCHITECTS, INCH. MILLER CALDWELL, JR., RA116 NORTH TARRAGONA STREETPENSACOLA, FLORIDA 32501(850) 439-6576 phone(850) 438-6537 fax
P R O J E C T T E A MMECHANICAL/PLUMBING/FIREPROTECTIONSCHMIDT CONSULTING GROUPJOE JONES, PE40 SOUTH PALAFOXPENSACOLA, FLORIDA 32502(850) 438-0050 phone
CIVILREBOL-BATTLE INC.PAUL BATTLE, PE214 EAST CHURCH STREETPENSACOLA, FLORIDA 32502(850) 438-0400 phone
STRUCTURALJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL, PE301 WEST CERVANTES STREETPENSACOLA, FLORIDA 32502(850) 429-1951 phone
ELECTRICALSCHMIDT CONSULTING GROUPTODD NICHOLSON, PE40 SOUTH PALAFOXPENSACOLA, FLORIDA 32502(850) 438-0050 phone
EARTH/COMPACT FILL
CAST-IN-PLACE/PRECASTCONCRETE
MORTAR/GROUT (SECTION)GYPSUM BOARD (ELEVATION)
FINISH GRADE WOOD
NOMINAL DRESSED BLOCKING
SHIM/FILLER BLOCKING WITHBACKER ROD AND SEALANT
CMU (IN SECTION)
RIGID INSULATION
BATT INSULATION
PLYWOOD
GYPSUM BOARD
M A T E R I A L L E G E N D
THIS PROJECT IS TO CONSTRUCT A 3,000 SF ADDITION ON THESOUTHEAST CORNER OF BUILDING 90020 TO ACCOMMODATE TWO21 SEAT CLASSROOM/MULTIPURPOSE LABS. THE CONNECTION TOTHE FACILITY SHALL BE THROUGH FORMER EXISTING LAB 10 ANDWILL BE CONSIDERED A PART OF THE CLASSIFIED "OPENSTORAGE" AREA OF THE BUILDING. THE ADDITION WILL INCLUDEA RAISED FLOOR THROUGHOUT. THE ADDITION FIRE ALARM/MNS,ACCESS CONTROL, AND SECURITY SYSTEM WILL BE INEGRATGEDINTO BUILDING 90020 EXISTING SYSTEMS. COMMUNICATIONREQUIREMENTS INCLUDE COMPUTER LAN CONNECTIONS AND ANEXTERIOR ANTENNA. THIS PROJECT SCOPE WILL DOVETAIL INTOPROJECT FTEV 15-1055 UPGRADE HVAC SYSTEM 505 TRSBUILDING 90020 TO INCLUDE HVAC AND ELECTRICAL SYSTEMS.THE CODES AND STANDARDS SHALL BE ADA, NFPA, IBC, AT/FP ANDOTHER UFC'S AND REGULATIONS. DESIGN SHALL INCLUDE ALLCIVIL ENGINEERING, STRUCTURAL ENGINEERING, ENVIRONMENTALENGINEERING, ARCHITECTURAL, MECHANICAL ENGINEERING, FIREPROTECTION, AND ELECTRICAL ENGINEERING REQUIRED INCOMPLETING THIS PROJECT.
SCOPE OF WORK
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G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
R. Maniscalco
M. Fawzy
31 July 2015
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DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
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G 9
0020
FTE
V 15
-106
9
FTEV 15-1069
GTP
PAB
31 JULY 2015
90020
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
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CHIE
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LDIN
G 9
0020
FTE
V 15
-106
9
FTEV 15-1069
GTP
PAB
31 JULY 2015
90020
SILT FENCE DETAIL
LEGEND
C1
1
BUILDING ADDITION
F.F.E.=21.89
DESIGNED BY:
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
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G 9
0020
FTE
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-106
9
FTEV 15-1069
GTP
PAB
31 JULY 2015
90020
LEGEND
2
A
3
EX.AB D
EX.1
C
15'-5 3/4" 5'-6" 21'-4" 15'-10" 15'-5 3/4"
B.2
30'-11 1/2"
9'-1 1/2"
4'-6 3/4"
73'-7 1/2"
PILECAP; (TYP.)
STEEL COLUMN; (TYP.)
CONCRETEGRADE BEAM;(TYP.)
E.O.R. TO VERIFY EXISTING CONDITIONSTO DETERMINE HOW NEW GRADE BEAMABUTS EXISTING GRADE BEAM ; (TYP.)
SLAB-ON-GRADET.O.SLAB REF. EL. = -1'-0"
ACCESS FLOORT.O.FLOOR REF. EL. = 0'-0"
EXISTING SLAB-ON-GRADET.O.SLAB REF. EL. = -1'-0"EXISTING ACCESS FLOORT.O.FLOOR REF. EL. = 0'-0"
BRICK LEDGE;(TYP.)
1
S2
NOTE:FINAL DESIGN AND LAYOUT OFFOUNDATIONS, COLUMNS, WALLS, BRACEDFRAMES AND ALL OTHER STRUCTURALSYSTEMS BY AWARDED DESIGN-BUILD TEAM
1
COORDINATE FOUNDATIONS IN THISAREA WITH EXISTING CHILLEDWATER LINES (NEWLY INSTALLED);SEE MECHANICAL DRAWINGS
2
A
3
EX.AB D
EX.1
CB.2
15'-5 3/4" 5'-6" 21'-4" 15'-10" 15'-5 3/4"
TYP.
4'-4"
30'-11 1/2"
9'-1 1/2"
4'-6 3/4"
73'-7 1/2"
NEW FRAMING MUST BESTRUCTURALLY INDEPENDENT FROMEXISTING FRAMING AND EXPANSIONJOINT SHALL BE PROVIDED
STEEL ROOF FRAMING; (TYP.)
3"
/ 1
' - 0
"3
" / 1
' - 0
"
3" / 1' - 0"3" / 1' - 0"
1
S2
NOTE:FINAL DESIGN AND LAYOUT OF ROOFFRAMING MEMBERS AND ALL OTHERSTRUCTURAL SYSTEMS BY AWARDEDDESIGN-BUILD TEAM
1.5
" / 1' -
0" 3" / 1' - 0"
EXISTING ROOF FRAMING
1
TYP.
4'-4"
1/8" = 1'-0"S1
1 FOUNDATION & SLAB-ON-GRADE PLANT.O.SLAB REF. ELEV: -1'-0" U.N.O.(E.O.R. TO VERIFY/COORDINATET.O.PILECAP ELEVATION WITHEXISTING T.O.PILECAP AND WITHGRADE ELEVATIONS)
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SHEET REF:
SHEET NO:
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REV #
DATE
DESCRIPTION
APP'D
1 SPECIA
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HURLBURT FIELD, FLORID
A
STANDARD D LAYOUT (24" X 36")
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CONSTRUCT ADDITION TO BUILDING 90020
FTEV 15-1069
FTEV 15-1069
J. Greenwell
J. Greenwell
31 July 2015
TRUENORTH
PROJECTNORTH
1/8" = 1'-0"S1
2 ROOF FRAMING PLANT.O.STEEL REF. ELEV: 13'-1" U.N.O.(E.O.R. TO VERIFY/COORDINATET.O.STEEL WITH EXISTING T.O.STEEL)
TRUENORTH
PROJECTNORTH
FINISH FLOOR0"
TOP OF STEEL13' - 1"
3
SLAB-ON-GRADE-1' - 0"
TOP OF PILECAP-4' - 4"
(E.O.R. TO VERIFY/COORDINATEWITH EXISTING T.O.STL)
(E.O.R. TO VERIFY/COORDINATEWITH EXISTING T.O.PILECAPAND WITH GRADE ELEVATIONS)
LIGHT GAGE METALSOFFIT FRAMING; TYP.
STEEL ROOF BEAM; TYP.
METAL ROOF DECK; TYP.
STEEL ROOF JOIST; TYP.
CMU SPLIT-FACE VENEER;TYP.
BRICK LEDGE; TYP.
PILE CAP (BEYOND); TYP.
PILE (BEYOND); TYP.
GRADE BEAM; TYP.
SLAB-ON-GRADE; TYP.
ACCESS FLOOR; TYP.
LIGHT-GAGE METAL STUDWALL (INFILL WALL); TYP.
GL
GRADE (COORDINATE WITHCIVIL DRAWINGS); TYP.
NOTE:FINAL DESIGN AND LAYOUT OFFOUNDATIONS, COLUMNS, WALLS, BRACEDFRAMES, ROOF FRAMING MEMBERS ANDALL OTHER STRUCTURAL SYSTEMS BYAWARDED DESIGN-BUILD TEAM
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CIVIL ENGINEER
REV #
DATE
DESCRIPTION
APP'D
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HURLBURT FIELD, FLORID
A
STANDARD D LAYOUT (24" X 36")
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FTEV 15-1069
FTEV 15-1069
J. Greenwell
J. Greenwell
31 July 2015
3/4" = 1'-0"S2
1 TYPICAL WALL SECTION
7
FEC
FE
FE
1A5
___
1
2
3
3
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3
COMPUTER LAB#10B
147BCOMPUTER LAB
#10A
147A
MECHANICAL146
COMPUTER RACK148
STORAGE124B
COORIDOR124A
4
4
5
CLASSROOM #2139
CLASSROOM #3138
CLASSROOM #4137
CLASSROOM #5136
CLASS-ROOM #6
135
ELECTRICAL RM141
MECHANICALROOM
140
LAB #1131
LAB #2132
LAB #6133
LAB #5126
LAB #4127
LAB #3128
CLASSROOM #7120
LAB #7121
LAB #9SYSAD LAB
122LAB #8ICO/T
123
MEN130
WOMEN129
MEN104
WOMEN107
COMM108
COMMUNICATIONCENTER
125
CORRIDOR144
CORRIDOR119B
SAFE ROOM125A
CITS & MAINCOMM. ROOM
142
C4 SYSTEMS(DOS)
134
CORRIDOR119C
CORRIDOR119A
CORRIDOR119D
6
7
89
1. SOD ALL GRASSED AREAS DISTURBED BY NEW WORK.2. LANDSCAPING LAYOUT, PLANT SELECTION, AND QUANITY SHOWN ARE DIAGRAMMATIC, AND WILL BE DEVELOPED WITH OWNER AND CONTRACTOR INPUT DURING CONSTRUCTION TO FINALIZE THE INSTALLATION APPROACH.
GENERAL NOTES
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G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
R. Maniscalco
M. Fawzy
31 July 2015
8 of 17 1/16" = 1'-0"A1
1 ARCHITECTURAL SITE & OVERALL FACILITY PLANTRUE
NORTHPROJECT
NORTH 0'8'16' 16' 32'
K E Y N O T E S1 6 TO 8 FOOT TALL CREPE MYRTLE TREES
OR SIMILILAR - (6) TOTAL2 PLANTING BED WITH 6 INCH (MAX) HIGH
PERENNIAL GROUND COVER SPACED 24INCHES ON CENTER EACH WAY. PROVIDEMULCH INFILL OVER WEED BARRIER, ANDFLEXIBLE EDGING AT PERIMETER OF BED.
3 REMOVE CEILING TILES FOR RE-USE INHATCHED AREA INDICATED. PROTECT TOAVOID DAMAGE, AND RE-INSTALL INEXISTING GRID. REPLACE ANY DAMAGEDTILES WITH NEW TO MATCH. SEEELECTRICAL DRAWINGS FORCOORDINATION OF WORK.
4 EXISTING GRAVEL DRAINAGE BED; SEECIVIL
5 NEW GRAVEL DRAINAGE BED AT BUILDINGPERIMETER TO MATCH EXISTINGCONDITIONS; SEE CIVIL
6 EXISTING DEEP SANITARY SEWER LINE TOREMAIN - PROTECT DURINGCONSTRUCTION; SEE CIVIL
7 ANTENNA TOWER LAY-DOWN CRADLEFOUNDATION; (CFCI)
8 ANTENNA TOWER FOUNDATION WITH 75FOOT TELESCOPING TOWER (CFCI).CONTRACTOR TO COORDINATECONSTRUCTION OF FOUNDATION WITHCONSTRUCTION OF MECHANICALEQUIPMENT YARD ENCLOSURE; TO BEFURNISHED BY SEPARATE PROJECT FTEV15-1055 "UPGRADE HVAC SYSTEM BLDG90020"
9 PREFABRICATED GALVANIZED METALOVERHEAD CABLE TRAY CONSTRUCTION(CFCI); COORDINATE WITH ANTENNAINSTALLATION
12
23
4
5
8
LAB #10ICO/T
LAB #8NETAD LAB
COMMUNICATIONCENTER
CORRIDOR119A
123 125124
DEMOLISH EXISTIING MATERIALS AND APPURTENANCES ASREQUIRED FOR THE PROPER EXECUTION OF THE WORK.COORDINATE THE WORK WITH THE VARIOUS PUBLIC SERVICES(WATER, SEWER, TELEPHONE, AND ELECTRICAL) TO ENSURETHAT PROPER EXCAVATION AND RELOCATION OF THE SERVICELINES ARE INSTALLED IN ACCORDANCE WITH THESE AGENCIESAND TO ENSURE THAT UNDERGROUND OR UNSEEN LINES ARENOT AFFECTED IN AN ADVERSE WAY.
PRESERVATION - ALL EXISTING STRUCTURAL EXTERIOR ANDINTERIOR WALLS, SLABS, ETC. TO REMAIN SHALL BE LEFTUNDISTURBED AND PROTECTED AS NECESSARY IN ORDER TOMAINTAIN THE ORIGINAL INTEGRITY OF THE MATERIALS ANDSTRUCTURE UNLESS OTHERWISE NOTED.
CONTRACTOR TO "SHORE UP" EXISTING WALLS, FLOOR, CEILINGAND ROOF WHERE NEEDED FOR NEW CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR HAULINGAND DISPOSING OF ALL MATERIALS FROM ALL DEMOLITIONWORK.
AT GYPSUM BOARD PARTITIONS TO BE REMOVED; CONTRACTORSHALL REMOVE ROOM SIGNAGE PRIOR TO DEMOLITION AND GIVETO OWNER.
AT REMOVED DOORS; CONTRACTOR SHALL ALSO REMOVE DOORSTOP AND SAVE FOR REINSTALLATION.
DOORS AND HARDWARE SAVED IN DEMOLITION SHALL BEREUSED WHERE HAND OF DOOR AND HARDWARE FUNCTIOINMATCHES A NEW DOOR CONDITION. CONTRACTOR TO FIELDVERIFY WHEN NO MATCH EXISTS. THE NEW DOOR ANDHARDWARE SHALL MATCH FINISH AND STYLE TYPICAL INBUILDING.
DEMOLITION NOTES
1A5
___A4
1
A4 2A43
2'-0"
3'-0"
25'-8
"3'-
0"2'-
0"
10'-0
"36
'-8"
2'-0" 3'-0" 18'-0" 21'-4" 32'-0" 2'-0"
2'-0" 3'-0" 15'-4" 2'-4" 15'-4" 2'-4" 15'-4" 2'-4" 15'-4" 3'-0" 2'-0"
79'-4"
2'-0"
3'-0"
25'-8
"3'-
0"
8'-0"
CLEAR6'-0"
124B
147B 147A
148A
148B
146
STORAGE124B
COMPUTER LAB#10B
147BCOMPUTER LAB
#10A
147A
COMPUTER RACK148
MECHANICAL146
6
COORIDOR124A
EX
MECHANICALEQUIPMENT YARD
31'-8
"
74'-4"
31'-8
"10
'-11
1/2"
7
10'-0"
EQ EQ9
CORRIDOR
LAB #8NETAD LAB
COMMUNICATIONCENTER
10
9
11
12
13
14
15
119A15
1116
123
125
17
18
19
L E G E N DEXISTING CONSTRUCTION
EXISTING PARTITION AND / OR FINISHES TO BEREMOVED
DOOR AND FRAME TO BE REMOVED
EXISTING ACCESS PANEL FLOORING TO BEREMOVED / EXISTING 2X2 ACOUSTICAL CEILINGSYSTEM TO BE REMOVED
NEW DOOR
NEW GALVANIZED METAL STUD FRAMED,GYPSUMBOARD; FINISHED WALL TO UNDERSIDE OF DECKCONSTRUCTION ABOVE
NEW ACCESS PANEL FLOORING
DESIGNATE AREA OF WORK
I A
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SHEET NO:
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DEM
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NEW
WO
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PLAN
A2
CO
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ION
TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
R. Maniscalco
M. Fawzy
31 July 2015
9 of 17
1/8" = 1'-0"A2
1 DEMOLITION PLAN
K E Y N O T E S1 REMOVE CMU VENEER CONSTRUCTION2 REMOVE PORTION OF METAL STUD WALL
CONSTRUCTION AS INDICATED3 REMOVE DOOR, FRAME, AND HARDWARE4 REMOVE AND SALVAGE COMPUTER ACCESS
FLOORING AND SUPPORTS. ADJUST ANDREINSTALL TO NEW WORK FLOOR PLAN
5 OUTLINE OF ROOF ABOVE; REMOVE EXISTINGMETAL FACIA / SOFFIT PANELS TO CONSTRUCTNEW WORK ROOF TIE-IN.
6 PREFABRICATED GALVANIZED METAL OVERHEADCABLE TRAY CONSTRUCTION (CFCI); COORDINATEWITH ANTENNA INSTALLATION
7 ALUMINUM STOREFRONT SYSTEM WITH GLAZEDDOORS AND INSULATED GLASS
8 REMOVE AND SALVAGE 2X2 SUSPENDEDACOUSTICAL CEILING TILES; REMOVE SUSPENDEDGRID; RE-INSTALL SALVAGED TILES IN NEWSUSPENDED GRID.
9 WORKSTATIONS (GFGI); SEE ELECTRICAL10 EXISTING CHAIN LINK FENCE BARRIER TO REMAIN11 COMPUTER RACKS AND RACK MOUNTED
EQUIPMENT (GFGI); SEE ELECTRICAL12 ANTENNA TOWER IN LAY-DOWN POSITION (CFCI)13 ANTENNA TOWER FOUNDATION WITH 75 FOOT
TELESCOPING TOWER (CFCI). CONTRACTOR TOCOORDINATE CONSTRUCTION OF FOUNDATIONWITH CONSTRUCTION OF MECHANICALEQUIPMENT YARD ENCLOSURE; TO BE FURNISHEDBY SEPARATE PROJECT FTEV 15-1055 "UPGRADEHVAC SYSTEM BLDG 90020"
14 TEMPORARY PARTITION WITH SECURE ACCESSDOOR; CONTRACTOR SHALL COORDINATEESCORT FOR ALL WORK OUTSIDE THEDESIGNATED AREA OF WORK.
15 REPAIR WALL TO MATCH ADJACENT FINISHES16 CONDUIT CHASE; SEE ELECTRICAL17 ANTENNA TOWER LAY-DOWN CRADLE
FOUNDATION; (CFCI)18 EXISTING DEEP SANITARY SEWER LINE TO REMAIN
- PROTECT DURING CONSTRUCTION; SEE CIVIL19 CABLE ENTRY BOX; SEE ELECTRICAL
TRUENORTH
PROJECTNORTH 0'4'8' 8' 16'
1/8" = 1'-0"A2
3 NEW WORK FLOOR PLAN0'4'8' 8' 16'TRUE
NORTHPROJECT
NORTH
1A5
___
9'-0"9'-0"
9'-0"
10'-6" 10'-6" 10'-6"
EXP
11
9'-0"
9'-0"
2
2
1A5
___A4
1
A4 2A43
1/8" / 1'-0" 1/8" / 1'-0"
(MIN) (MIN)
3 34
L E G E N DEXISTING CONSTRUCTION
NEW GALVANIZED METAL STUD FRAMED,GYPSUM BOARD FINISHED; WALL TO UNDERSIDEOF DECK CONSTRUCTION ABOVE
NEW 2X2 ACOUSTICAL CEILING SYSTEM TOMATCH EXISTING
NO CEILING; EXPOSED STRUCTURE ABOVE
PREFINISHED STANDING SEAM METAL ROOF TOMATCH EXISTING
AIR SUPPLY; SEE MECHANICAL
AIR RETURN; SEE MECHANICAL
2X4 FLUORESCENT LIGHTING; SEE ELECTRICAL
1X4 FLUORESCENT LIGHTING; SEE ELECTRICAL
EXP
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PROJECT NO:
SHEET REF:
SHEET NO:
APPR
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(24"
X 36
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NEW
RO
OF
PLAN
& R
CP
A3
CO
NST
RUC
T A
DDIT
ION
TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
R. Maniscalco
M. Fawzy
31 July 2015
10 of 17 1/8" = 1'-0"A3
1 NEW WORK REFLECTED CEILING PLANTRUE
NORTHPROJECT
NORTH 1/8" = 1'-0"A3
2 NEW ROOF PLANTRUE
NORTHPROJECT
NORTH 0'4'8' 8' 16'0'4'8' 8' 16'
K E Y N O T E S1 NEW SUSPENDED CEILING SYSTEM GRID WITH
RE-INSTALLED EXISTING CEILING TILES (ROOMS124A AND 124B ONLY)
2 CEILING BULKHEAD AT 8'-8"; METAL STUDCONSTRUCTION, FINISHED GYSPUM BOARD ATEACH SIDE 6" ABOVE FINISHED CEILING
3 NEW ROOF DRAIN; CONNNECT TO EXISTING ROOFDRAINAGE
4 NEW LOW-SLOPE ROOF WITH PARAPET WALLS
01-Floor0"
02-Roof13'-1"
1A5
___
1
2
3
45
6
01-Floor0"
02-Roof13'-1"
2
1
01-Floor0"
02-Roof13'-1"
1
2
146
6
7 I A
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SHEET NO:
APPR
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CHIE
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(24"
X 36
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ELEV
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LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
R. Maniscalco
M. Fawzy
31 July 2015
11 of 170'2'4' 4' 8'
1/4" = 1'-0"A2 A4
1 SOUTH ELEVATION - NEW WORK
1/4" = 1'-0"A2 A4
2 WEST ELEVATION - NEW WORK
1/4" = 1'-0"A2 A4
3 EAST ELEVATION - NEW WORK
K E Y N O T E S1 PAINTED SPLIT FACED CMU VENEER FINISH TO
MATCH EXISTING2 PREFINISHED STANDING SEAM METAL ROOFING
SYSTEM TO MATCH EXISTING OVER ICE/WATERSHIELD MEMBRANE
3 PAINTED SMOOTH FACE CMU PILASTER CAPDETAIL TO MATCH EXISTING
4 DECORATIVE PRECAST CONCRETE MEDALLION TOMATCH EXISTING
5 PAINTED SMOOTH FACE CMU ACCENT BAND6 PREFABRICATED GALVANIZED METAL OVERHEAD
CABLE TRAY CONSTRUCTION (CFCI); COORDINATEWITH ANTENNA INSTALLATION
7 CONTRACTOR TO COORDINATE WITH ELECTRICALFOR SIZE AND LOCATION OF CABLE ENTRY PANEL;PROVIDE SMOOTH FACE BLOCK AT THIS LOCATIONFOR SMOOTH AND LEVEL MOUNTING OF PANEL
0'2'4' 4' 8'
0'2'4' 4' 8'
01-Floor0"
02-Roof13'-1"
124B
1
SLAB ON GRADE-1'-0"
2
3
44 4
___A52
11 20
3" 1'-0"
3" 1'-0"
1 1/2" 1'-0"
01-Floor0"
02-Roof13'-1"
SLAB ON GRADE-1'-0"
5
5
6
78
3
1
4
9
10
12
13
14 15
1617
18
19
I A
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DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
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CHIE
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ERAP
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CIVI
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INEE
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REV
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(24"
X 36
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SEC
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A5
CO
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TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
Author
Designer
31 July 2015
12 of 17 1/4" = 1'-0"A1 A5
1 BUILDING SECTION0'2'4' 4' 8'
K E Y N O T E S1 NEW 2X2 COMPUTER ACCESS FLOORING
SYSTEM2 REMOVE AND SALVAGE COMPUTER
ACCESS FLOORING AND SUPPORTS.ADJUST AND REINSTALL TO NEW WORKFLOOR PLAN
3 PREFINISHED STANDING SEAM METALROOFING SYSTEM TO MATCH EXISTINGOVER ICE/WATER SHIELD MEMBRANE
4 2X2 ACOUSTICAL TILE CEILING SYSTEM TOMATCH EXISTING
5 PAINTED SPLIT FACED CMU VENEER FINISHTO MATCH EXISTING
6 PAINTED SMOOTH FACE CMU ACCENTBAND
7 PAINTED SMOOTH FACE CMU PILASTERCAP DETAIL TO MATCH EXISTING
8 PREFINISHED METAL SOFFIT PANELS TOMATCH EXISTING
9 FOOTINGS AND FOUNDATION; SEESTRUCTURAL
10 ROOF JOIST; SEE STRUCTURAL11 CEILING BULKHEAD AT 8'-8"; METAL STUD
CONSTRUCTION, FINISHED GYSPUMBOARD AT EACH SIDE 6" ABOVE FINISHEDCEILING
12 5/8" GYPSUM BOARD13 R-25 BATT INSULATION14 8" GALVANIZED METAL STUD FRAMING;
SEE STRUCTURAL15 AIR SPACE16 VAPOR BARRIER - SHEET MEMBRANE17 1/2" EXTERIOR GYPSUM SHEATHING18 PAINTED SMOOTH FACE CMU SILL BLOCK19 R-20 RIGID INSULATION20 POTENTIAL ROUTE FOR MECHANICAL
DUCT FROM MECHANICAL ROOM
1/2" = 1'-0"A5 A5
2 TYPICAL WALL SECTION0'1'2' 2' 4'
(E) DIFFUSER(E) VAV BOX
(E) 10'' DUCT
(E) SUPPLY DUCT
COMPUTERLAB #10A
147A
STORAGE124BCOORIDOR
124A
MECHANICAL146
COMPUTERLAB #10B
147B
COORIDOR124A
COMPUTER148
(E) VAV BOX
(E) SUPPLY DUCT
(N) VAV BOX
(N) VAV BOX
(N) SUPPLY DUCT
(N) RETURNDUCT
(N) OA DUCTW/ LOW LEAKAGEMOTORIZED DAMPER
(N)OA LOUVER
(E) CHILLER YARD
(E) UNDERGROUND10'' CHWS/R
(E) 3/4'' DCW TAPADDITION
(E) 3'' CHW S/R TAPFOR ADDITION
(E) 3/4" UNDERGROUND DCW2
1
3
4
(N) AHU
(N) RETURNDUCT
(N) SUPPLY DUCT
5 FD
5FD
(N) 4" UNDERGROUND SAN
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
S C H M I D T.
SCG PROJECT: 2015-132
I A
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DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
OVED
CHIE
F EN
GINE
ERAP
PROV
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CIVI
L ENG
INEE
R
REV
#DA
TEDE
SCRI
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NAP
P'D
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D, F
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STAN
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D LA
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(24"
X 36
")
MEC
HAN
ICAL
PLA
NS
M1
CO
NST
RUC
T A
DDIT
ION
TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
HPD
WJJ
31 July 2015
13 of 17
1/8" = 1'-0"1 MECHANICAL DEMO PLAN
1/8" = 1'-0"2 MECHANICAL NEW WORK PLAN
SHEET NOTES22'' X 22'' TRANSFER GRILL. CONNECT TO22'' X 22'' INTERNALLY LINED TRANSFERDUCT. PROVIDE BOOT WITH INTERIORPAINTED MAT BLACK.
CHILLED WATER VAV AIR HANDLERLOCATION.
MODIFY DUCT WORK PER NEW WORKCONFIGURATION.
NEW CHILLED WATER COMPUTER ROOMUNIT WITH ELECTRIC REHEAT ANDHUMIDFIER.
FD - FLOOR DRAIN PROVIDE WITH TRAPPRIMER. CONNECT TO WATER SOURCEWITHIN VICINITY.
ABBREVIATIONS(E) - EXISTING(N) - NEW
AHU - AIR HANDLING UNITCHWS - CHILLED WATER SUPPLY PIPINGCHWR - CHILLED WATER RETURN PIPINGDCW - DOMESTIC COLD WATER PIPINGOA - OUTSIDE AIRSAN - SANITARY PIPINGVAV - VARIABLE AIR VOLUME
1
2
3
4
PLAN NORTH
PLAN NORTH
5
BASELINE HYDRAULIC CRITERIANFPA/UFC 03-600-01 CRITERIA HC-1REMOTE AREA 1,500 FT2DESIGN DENSITY 0.1 GPM/FT2
150 GPM
ADDITIONAL 30% FOR SLOPED CEILINGS(PITCH>1 in 6) IF APPLICABLE
CEILING MULTIPLIER 100.0% (130% for sloped ceilings)DRY PIPE MULTIPLIER 100.0% (130% for dry pipe/preaction)
ADJUSTED FLOW REQUIREMENT 150 GPMHOSE STREAM ALLOWANCE 250 GPM
TOTAL WATER DEMAND 400 GPMSTANDPIPE DEMAND 0 GPM
WATER PRESSURE CALCULATIONSSPRINKLER HEAD COVERAGE 130.0 FT2END-HEAD PRESSURE 7.0 PSIPIPING ELEVATION RISE 30.0 FT2ELEVATION LOSS 13.0 PSIINSIDE FRICTION LOSS 15.0 PSIBFP LOSS 12.0 PSI
OUTSIDE FRICTION LOSS 0.7 PSI
TOTAL LOSS 47.7 PSI
+10% SAFETY 4.8 PSI
52.5 PSI
COMPUTERLAB #10A
147A
STORAGE124BCOORIDOR
124A
MECHANICAL146
COMPUTERLAB #10B
147B
COORIDOR124A
COMPUTER148
2INSPECTORTEST PORT
3
1
BASELINE HYDRAULIC CRITERIA
PRELIMINARY FLOW DATAOBTAINED BY: SCHMIDT CONSULTING GROUPDATE: 06-29-2015STATIC: 65PSIRESIDUAL: 58PSIFLOR RATE: 1175GPMTEST HYDRANT LOCATION: SEE MAP
APPROX.(N) 6'' FIRE MAIN
FIRE DEPARTMENTCONNECTION
4
1
2
BLDG 90020
HYDRANT #1STATIC: 65 PSIRESIDUAL: 58 PSIFLOW: 59 PSI
HYDRANT #2STATIC: 49 PSIRESIDUAL: 65 PSIFLOW: 59 PSI
EXISTING 6''
EXISTING 10''DOMESTICWATER LINE
EXISTING FIRE RISER LOCATION
EXISTING 2''
EXISTING 10''DOMESTIC
WATER LINE
LOCATION OFBUILDINGADDITION
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
S C H M I D T.
SCG PROJECT: 2015-132
I A
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EOF
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DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
OVED
CHIE
F EN
GINE
ERAP
PROV
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CIVI
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INEE
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REV
#DA
TEDE
SCRI
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NAP
P'D
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CIA
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EN
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AD
RO
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UR
LBU
RT
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D, F
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STAN
DARD
D LA
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(24"
X 36
")
FIR
E PR
OTE
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ON
PLA
N
M2
CO
NST
RUC
T A
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TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
HPD
WJJ
31 July 2015
14 of 17 1/8" = 1'-0"
1 FIRE PROTECTION NEW WORK PLAN
SHEET NOTESADJUST ECISTING SPRINKLER HEAD TOMATCH NEW CEILING GRID.
6' X 6' FIRE RISER CLEARANCE.
ADJUST EXISTING PIPING AND PROVIDEUPRIGHT TYPE SPRINKLER HEAD.
AT CONTRACTOR'S, THE SPRINKLER SYTEMFOR THE ADDITION MAY BE ADDED TO THEEXISTING BUILDING FIREPROTECTIONSYSTEM PENDING VERIFICATION BYCONTRACTOR'S HYDRAULIC CALCULATIONS.
1
2
3
HAZARD CLASSIFICATION #1DENSITY: 0.1 GPM/FT^2 AT 3000FT^2250 GPM HOSE STREAM60 MIN. SUPPLY DURATION
HAZARD CLASSIFICATION #1DENSITY: 0.1 GPM/FT^2 AT 3000FT^2250 GPM HOSE STREAM60 MIN. SUPPLY DURATION
NOT TO SCALE2 90020 SITE PLAN
HAZARD CLASSIFICATION #2DENSITY: 0.2 GPM/FT^2 AT 3000FT^2500 GPM HOSE STREAM90 MIN. SUPPLY DURATION
LIMIT OF NEW FIREPROTECTION SYSTEM
PLAN NORTH
PLAN NORTH
4
1TYP.
1TYP.
1TYP.
1TYP.
1TYP.
1TYP.
1TYP.
1TYP.
2TYP.
3TYP.
4
4 4
4
5
6
6
7TYP.
2TYP.
CONSULTING GROUP,INC.
TODD NICHOLSON P.E.FLORIDA LICENSE NUMBER 56882
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
S C H M I D T.
SCG PROJECT: 2015-132
I A
R
EOF
RCSP
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DESIGNED BY:
AIR
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LO
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ATI
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S C
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MA
ND
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
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CHIE
F EN
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CIVI
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STAN
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(24"
X 36
")
ELEC
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IGH
TIN
G P
LAN
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T A
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TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
JTH
JTH
31 July 2015
1 ELECTRICAL LIGHTING PLAN
SCALE: 1/4"=1'-0"
0'4' 8'4'
SHEET NOTES1 PENDANT MOUNTED DIRECT/INDIRECT LINEAR LED FIXTURE. FIXTURES SHALL
BE MOUNTED END TO END IN CONTINUOUS ROW. MAXIMUM COLORTEMPERATURE SHALL BE 4000 DEGREES KELVIN. PROVIDE 1100 LUMENMINIMUM EMERGENCY BATTERY DRIVER IN ALL FIXTURES WITH HALF FILLEDCENTER.
RECESSED 2x4 SPEC GRADE LED TROFFER WITH .156" THICK ACRYLIC LENS.MAXIMUM COLOR TEMPERATURE SHALL BE 4000 DEGREES KELVIN. PROVIDE1100 LUMEN MINIMUM EMERGENCY BATTERY DRIVER IN ALL FIXTURES WITHHALF FILLED CENTER.
RECESSED 2x2 SPEC GRADE LED TROFFER WITH .156" THICK ACRYLIC LENS.MAXIMUM COLOR TEMPERATURE SHALL BE 4000 DEGREES KELVIN. PROVIDE1100 LUMEN MINIMUM EMERGENCY BATTERY DRIVER IN ALL FIXTURES WITHHALF FILLED CENTER.
CLASSROOM AREA LIGHTING CONTROLS SHALL MEET UFC 3-530-01 01 APRIL2015. AT A MINIMUM PROVIDE MULTIPLE ZONE LIGHT CONTROL SCHEME WITHSCENE CONTROL. PROVIDE AT LEAST ONE LIGHTING CONTROL ZONE AT ROWOF LIGHTING IMMEDIATELY IN FRONT OF PROJECTOR SCREE. PROVIDEMANUAL CONTROL DEVICE TO INDEPENDENTLY CONTROL GENERAL LIGHTINGWITH AT LEAST ONE CONTROL STEP BETWEEN 30% AND 70% OF DESIGNLIGHTING POWER IN ADDITION TO ALL OFF. LIGHTING SHALL AUTOMATICALLYTURN OFF WITHIN 15MINUTES OF NO OCCUPANT ACTIVITY.
COMPUTER ROOM SHALL HAVE ON/OFF MANUAL LIGHTING CONTROL WITH NOAUTOMATIC LIGHTING CONTROLS.
CORRIDOR LIGHTING CONTROLS SHALL MEET UFC 3-530-01 01 APRIL 2015. ATA MINIMUM LIGHTING SHALL AUTOMATICALLY TURN ON TO FULL DESIGNLIGHTING POWER WHEN OCCUPANT ACTIVITY IS SENSED ANDAUTOMATICALLY REDUCE LIGHT OUTPUT BY AT LEAST 50% WHEN NOOCCUPANT ACTIVITY IS DETECTED.
SUSPENDED 4'-0" LED INDUSTRIAL FIXTURE WITH FACTORY PROVIDED WIREGUARD. MAXIMUM COLOR TEMPERATURE SHALL BE 4000 DEGREES KELVIN.PROVIDE 1100 LUMEN MINIMUM EMERGENCY BATTERY DRIVER IN ALLFIXTURES WITH HALF FILLED CENTER.
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3
4
5
6
7
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C
C
C
C C C
C
C
CCC
C
1 TYP. 1 TYP.
2 2
4
TX1
4A 2A
3
CABLE ENTRY BOX
5 5
A/V A/V
CONSULTING GROUP,INC.
TODD NICHOLSON P.E.FLORIDA LICENSE NUMBER 56882
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
S C H M I D T.
SCG PROJECT: 2015-132
I A
R
EOF
RCSP
E C
IA
AN
NP
ERL O
ATIO
M MSC
O
D
DESIGNED BY:
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
OVED
CHIE
F EN
GINE
ERAP
PROV
ED
CIVI
L ENG
INEE
R
REV
#DA
TEDE
SCRI
PTIO
NAP
P'D
1 S
PE
CIA
L O
PE
RA
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NS
EN
GIN
EE
R S
QU
AD
RO
NH
UR
LBU
RT
FIEL
D, F
LOR
IDA
STAN
DARD
D LA
YOUT
(24"
X 36
")
ELEC
TRIC
AL P
OW
ER P
LAN
E2
CO
NST
RUC
T A
DDIT
ION
TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
JTH
JTH
31 July 2015
1 ELECTRICAL POWER PLAN
SCALE: 1/4"=1'-0"
0'4' 8'4'
SHEET NOTES1 PROVIDE RELAY FROM LIGHTING CONTROL SYSTEM TO PROVIDE OCCUPANCY
CONTROL FOR GENERAL PURPOSE RECEPTACLES. RELAY SHALL TURN OFFPOWER TO RECEPTACLE WITHIN 15 MINUTES OF NO OCCUPANT ACTIVITY.RECEPTACLE SHALL BE LABELED WITH THE WORD "CONTROLLED" ANDCONTAIN THE POWER SYMBOL OF A LINE PARTIALLY WITHIN A BROKEN CIRCLEEQUAL TO IEC 5009
REFER TO DRAWING IN APPENDIX FOR SPECIFIC POWER ANDCOMMUNICATION REQUIREMENTS FOR CLASSROOM.
6"Dx12"W WIRE TROUGH WITH HINGED COVER. WIRE TROUGH TO RUN FROM 6"BELOW RAISED FLOOR TO 6" ABOVE CEILING. PROVIDE (2) TWO 4" CONDUITSFROM WIRE TROUGH TO EXTERIOR CABLE ENTRY BOX. WIRE TROUGH SHALLBE PAINTED TO MATCH INTERIOR WALL.
REFER TO DRAWING IN APPENDIX FOR SPECIFIC POWER ANDCOMMUNICATION REQUIREMENTS FOR COMPUTER ROOM.
STUB UP (2) TWO 2" CONDUITS FROM A/V WALL BOX LOCATED BEHIND A/VCABINET TO 6" ABOVE CEILING.
2
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4
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5
2
33
TRANSFORMER "TX1"
TVSS
PANEL2A
PANELMDP
PANEL4A
CONSULTING GROUP,INC.
TODD NICHOLSON P.E.FLORIDA LICENSE NUMBER 56882
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
S C H M I D T.
SCG PROJECT: 2015-132
I A
R
EOF
RCSP
E C
IA
AN
NP
ERL O
ATIO
M MSC
O
D
DESIGNED BY:
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
DATE:
DRAWN BY:
BUILDING NO:
PROJECT NO:
SHEET REF:
SHEET NO:
APPR
OVED
CHIE
F EN
GINE
ERAP
PROV
ED
CIVI
L ENG
INEE
R
REV
#DA
TEDE
SCRI
PTIO
NAP
P'D
1 S
PE
CIA
L O
PE
RA
TIO
NS
EN
GIN
EE
R S
QU
AD
RO
NH
UR
LBU
RT
FIEL
D, F
LOR
IDA
STAN
DARD
D LA
YOUT
(24"
X 36
")
ELEC
TRIC
AL P
OW
ER P
LAN
E3
CO
NST
RUC
T A
DDIT
ION
TO
BUI
LDIN
G 9
0020
FTEV
15-
1069
FTEV 15-1069
90020
JTH
JTH
31 July 2015
1 ELECTRICAL SITE PLAN
SCALE: 1/16"=1'-0"
0'16' 16' 32'
N
SHEET NOTES1 EXISTING MAIN DISTRIBUTION PANEL MDP. PROVIDE NEW BREAKER TO
SERVE NEW 480V PANEL. ROUTE CONDUIT IN CEILING SPACE ALONGCORRIDOR TO NEW MECHANICAL ROOM.
EXISTING FLOOD LIGHT TO BE DEMOLISHED BACK TO SERVING JUNCTIONBOX. MAINTAIN EXISTING CIRCUIT.
PROVIDE NEW WET LOCATION RATED LED FLOOD LIGHT.
1
1
2 ELECTRICAL SINGLE DIAGRAMSCHEMATIC
2
3
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